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HomeMy WebLinkAboutRevision 7-12-1891 OFFICE USE ONLY: DATE FILED: r( - 1 Z ( a REVISION FEE: :] J5.00 LOCATION/SITE PERMIT # D , ) - ()07 S RECEIPT # j140'55't0 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE ' RECEIVED FORT PIERCE, FL 34982.5652 (772) 462.1553 J u L 12 2018 APPLICATION FOR BUILDING PERMIT REVISIONS ST. Lucie county, Permitting PROJECT INFORMATION ADDRESS: a3�s oi(el' ec) vc..,e— F� 3y9Sa DETAILED DESCRIPTION OF PROJECT REVISIONS: j( r CONTRACTOR INFORMATION: .< .-19- STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: G (- 0 up Oka Co, QUALIFIERS NAME: IV1 ADDRESS: 10 � b- 5 h4el I H :ti 1(lj-ly S� CITY: b,,1 5"l. (,vc . STATE: ZIP: PHONE (DAYTIME): 7� 17 c) - U;0k FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: e S ADDRESS: 7d s ;(C in✓1 5/• CITY: 6," L Sl ii e STATE: PHONE (DAYTIME): g 0.5' -?.A SLCCC: 0 Revised 06130117 7 RAC -MR C®p FAX: G ZIP: a c� 5 r. ti �-s• FORM R405-2014 MC .C1VtU JUL 12 2018 ST. Lucie Country, Permitting FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation -Residential Performance. Method Prcicict Name: BEDDOME RESIDENCE Builder Name: Street DYER ROAD Permit Office: ST LUCIE COUNTY City, State, zip: FORT PIERCE , FL , Permit Number: Owner., BRADLEY AND NICOLE BEDDOME Jurisdiction: Design, Location: FL, Fort Pierce County St Lucie (Florida Climate Zane 2 ) 1. New.construction or e)dsting New (Fran Plans) S. Well Types (2917.6 sgft) Insulatlat Area 2. Singletamiiyor multiple family Single-family a. Conor6b elodt - E)d Insul, Eiderior R=4.1 2617.60 IF 3. Number of units, if multiplo family 1 b. Frame -Wood, Adjacent c. NIA R=11.0 300.00 IF R= I'V 4. 'Numberol'Bedroomo 3, d. WA R= fit' 5. Is, this.aworst case? No 10.'CeilingTypes (2810.0 sgft), Insulation Area a. Roos Deck (tkivented) 1140.0 2810.0012 6. Conditioned soar area above grade (fF) 2810 b. WA R= fit= Conditioned boor area below grade(IF) 0 c. NA R= 8= 11. Ducts R IF 7.-Windows(385.3: sgft) Description Area a. Sup: Attic, Rat Attic, AH. Garage 6 150 a. LI•Faatar: Dbl, U=0.69 144.00 If b. Sup: Attic, Rat Attic. AH: Attie 6 12b SHGC: SHGC=O:22 b. U-Factor: Dbi, U=0.32 130.00 IF 12. Cooling systems kBtulhr Efficiency SHGC: SHGC=0.22 a. Central Unit 36.0 SEER:16.00 c. U-Factor: Obl, U=0.32 50:00 iP ti. Central Unit 18.0 SEER:16.00 SHGC: SHGC=0.19 13. Heatino systems kBhtfir Efficiency d..U-Factor: over (see details). 61.33 IF a. Electric Strip Had 27.0 CO01.00 SHGC: ocher (see details) b. Electric Strip Heat 17.0 COP:1:00 Area Weighted Average Overhang Depth: 1:000 it Area Weighted Average SHGC: 0.215 14. Hotwatorsystams 8. Floor Types (2810.0 sgft) insulation Area a' Electric Cap: 40 gallons a. 8le"n-Grade.Edge Insulation R=0:0 2810,00 49 b: Crnservaticn features EF: 0.980 b.N/A R=: IF None c'NIA R= IF 15. Credits None GlasslFloorArea: 0.137 Total' Proposed Modified Lolls: 85.24 PASS Total Baseline Loads: 92.77 i hereby: certify that the plans and specifications covered by Review of (he plans arid this calculation are in compliance vAth the Floddi Energy . specifications covared by this caiculatidxt inticates compliance with the Florida Energy Code. dnr. PREPARE %YQO:23� Before.constructionis com DATE: _ - this b _ � I hereby certify that this building, as designed, is in compliance Vabi.the Florida Energy Code. comp ri�1E3� a Fidxld `S 4 } OW..NEAJAGENT: Bul f4 DATE: DATE - Compliance requires: certification by the air hander unit manufacWrg , h ' d e`" ttl�lifles as e"fied,factwy=sealed in accordance with 11403.2.2:1. - Complianewrequires-an.Air Barrier and lnsulardon Inspection Checklist in aoaordancie ninth R402.4.1.1 and starting July 1, 2017 ALL PROJECTS require an envelope leakage beast report with envelope leakage no greater than 7 ACH50 (9402.4:1.2). 742018.3:30 PM EnergyGaugeO USA- He0mM14 Section R405.4.1 CompliantSoftuuare Page 1 of 7 i 'w cc 0 M .B >* >* E5 -j >. , Cl) th LL ig 18 Zo 10-Z :2 Zo a 8 10 Zo 8 � 8 >11 >a- >19- >8 >8 >8 >10 Zo 69 E. E A L 40 P 0 co ;2 :21 0 IL 0 0 0 0 a 2 0 2 2 0 0. 0 0 0 0 7! o !2 E E 2 > § 9: R P 1� C-0 !? 0 C. I—*' Sol A —cm CO) 9! Cp 8 8 W o. CR C-0 Z 0 w z to =1 0 w 2 LU C%l 8 , 8 0 a 0 0 5 In to * -i w I.- 00 '00 It z z C04 Lu m 32 o 0 a 0 o z =3 AIR LL z 0 , 1 C" :2 C-i co -e LD 46 r-- in, 'M. c—, W, <0 A co 0) C-4 4b LE j.� 0 F0PM .Rdn5:?n1d SPACES Number Name Area' Vdume Kitchen Oocupsnts '86d0oms [nil ID Finished 'Coded Heated 22 MASTER BEDR00 323 3553 No 0 1 1 Yes Yes Yes 23 OFFICE CLST 10 100 No 0 1 No Yes Yes FLOORS # Ficor Type Space Peftetar Perimeter.R Value Area Jdst ft Value The Wood Carpet 1 Slab-On-Gradefdge insulabcn BATH 3 18 ft 0 8s le __._ 1 0 0 2 Slab -On -Grade Edge.insuldcn BEDROOM 3 15 ft 0 1691P 1 0 0 3SIab-On-Grade Edgelnsulatirn CLST3 1 ft 0 24tt' 1 0 0 481ab-On-Grade Edge insulaficn BATH 2 12 it 0 1321P ____ 1 0 0 5 Slab -On -Grade Edge insuldcn BEDROOM 2 15 ft 0 18012 1 0 0 B SIab-On-Grade.Edge insulation CLST 2 1 ft 0 14 W _ 1 0 0. 7 Slab -On -Grade Edge lnsulaum HALLWAY 1 ft 0 78 W _. 1 0 0 8 Slab -On -Grade Edge insulabcn PANTRY i ft 0 36 itz _ 1 0 0 9 Slab -On -.Grade Edge Insuiaiicn LAUNDRY RM 3 ft 0 124 iP ____ 1 0 0 106I8ti-On-Grade Edge insulalm DINING ROOM 13.6 ft 0 186 IF 1 0 0 11Siab-On-Grade Edge lnsulatrn FOYER 7 ft 0 3511' _.__ i 0 0 12SI6-On-Grade Edge Insulation KITCHEN 1 tt 0 27242 1 0 0 1381ab-On-Grade Edge lnsula5rn OFFICE 13.6 ft 0 1221N 1 0 0 14SIap-On=Grade Edge Insulaficn FAMILY ROOM 33 ft 0_ 272 V r 1 0 0 15S1ab-On-Grade Edge ►nsuldtn HALL l it 0 27 iP 1 0 0 18$leb On-Grede.Edge lneula5an NOOK 15 ft 0 54 V 1 0 0 17Siab-On-Grade Edge lnsulairn LIVING ROOM 15 ft 0 295 tP 1 0 0 1881ab=On-GradeEdge fnsuladm M BATH 29.2 It 0 227.12 _. 1 0 0 1931sb-0n=Grade Edge tnsulelcn M TOILET 4 ft 0 28dP __._ 1 0 0 20SIeb-On-Grade Edge tnsulaban M W IC 1 10 It 0 8o to 1 0 0 21SId)rOn-Grade Edge Insulaflon M W IC 2 1 ft 0 36.fV ____ 1 0 0 225Ieb-On-Grade Edge Insulatlm MASTER BEDRO 44.2 ft 0 3230 ____ 1 0 0 23SIab-On-Grade Edgeinsuladrn OFFICE CLST 1 ft 0 10 it? 1 0 0 7131201.8.3:30.PM EnergyGaugeO USA - NaRes2014 Secficn R405:4A Compliant Sd ware Page 3 d 7 f0 �W30. . j m m i m Enn .w to o m rn c c c.c 'Wy c ' g t c c c c c 4L Ra W R k19t R t t y. y 9 9' 9 9 9 Z rr 9 9 Fr 5r C wco � O T0 2. w A' w Om * O O O= OO m w $ 0 m Z 0 -NON C w K wm 41 G) w OI N !JI a g s d b 6 0 0 0 cQ E2 m W [2 C SR m m 12 W -m M m m 12' w 0 mGo pg� �p�C px� pgm O Q� N fT O W 'O OtJ A v N N f�i !A A A A W co ''pi ^�' �A ^� ip .¢ " '� Z . co T Z .a .a .► J C J O J O ..a O .a O 1 O J O .a O J O .a O J O ..a O 1 O J O J d i O - O O O [n 1� O. O O O O O o Z o c o o d CLtS rL :K tS K ti ti K ti ti K tf ti 2i ti ii ti ti ti o 0 0 0 0 0 0 g O �_v FORM R40&2014 WALLS Adjamt Ce�rity ,Width Height 5heathing Frendng Sear Below Zo space Wall Ape,-7 SE Exterior Concrete Block - Ext InmDINING ROO 4.1 61 8 10 0 56.71F 0 0 0.6 0 -8 S Exterior Concrete Block - Ext lnsd)INING ROO 4.1 8 0 10 0 80:01F 0 0 0.6 0 9 8- Exterior Concrete Block - Ext Insul FOYER 4.1 7 0 10 0 70.0 IF 0 0 0.8 0 -10 S Exterior Concrete. Block - Ext Insul OFFICE 4.1 a 0 10 0 80.0, IF 0 0 0.6 0 _ 11 SW. Exterior Concrete Block - Ext Insui OFFICE 4.1 5 8 10 0 58.7 1F 0 0. 0.8 0 _12 N Utakx. Concrete Block - Ext InsMAMiLY ROO 4.1 17 0 10 0 17`0.0112 0 0 0.6 0 -1 3, E Exti-ft Ccnoretaftcic - Ext InsM MiLY ROO 4.1 16 0 10 0 160.01F 0 0 0.8 0 _14 N 'Exterior Concrete Block - Ext Insul HALL 4.1 3 0 _10 0 30.0 IF 0 0 0.6 0 15 E Exterior Concrete Block - Ext Insul HALL 4.1 4 0 10 0. 40.01t! 0 0 0.6 0 16 N Exterior Concrete Block- Ext Instil NOOK 4.1 7 0 10 0 70.0 IF 0 0 0.6 0 17 E Exterior Concrete Block - E t Insul NOOK 4.1 8 0 10 0 80.01F 0 0 0.6 0 18 N Exterior Concrete Block - ExtlnsOVING ROO 4A 15 0 11 0 165:0 am 0 0 0.6 0 19 E Exterior Concrete,Block - Ext Insul M BATH 4.1 8 . 0 10 .0 80.01F. 0 0 0.6 0 _20 SE Exkaior Concrete Block - Ext Insul M BATH 4A 5 16 10 0 58.3 IF 0 0 0.6 0 -21 S Exterior Concrete Black - Ext Insul M BATH 4.1 9 '0 10 '0 90.0 fF 0 0 0.6 0 _22 - SW Exterior Concrete Block - Ext Insul M,BATH 4.1 8 5 10 0 64.2 IF 0 0 0.6 0 =23 E Exterior Concrete Block - Ext Insul M TOILET 4.1 4 0 10 0 40.01F 0 0 0.6 .0 "._24 E Exterior Concrete Block - Ext Insul M WIC 1 4.1 10, 0 10 0 100,0 IF. 0 0 0:6 0 _25 N Exterior Concrete Block - End InsuMASTER BE 4.1 11 0 11 0 121':O W 0 0 0,6 .0 E Exteft Concrete.Blo& - Ext InvA%STER BE 4.1 16 0 11 0 176.0 IF 0 0 0.6 0 _27 W Exterior Concrete Block - E'dlnedMSTER BE 4.1 a 0 11 0 88.0 IF 0 0, 0.8 0 28 NW Exterior Concrete Block:- Ext insublASTER BE 4.1 9 3 11 0 1010at' 0 0 0.8 0 ____29. S Garage Frame- Wood LAUNDRY R 11 25 10 250.0IV 0 025 0.600000 0 �30 W Garage Frane-Wood LAUNDRY 11 5 10 50.0fr. 0 025 0,600000 0 DOORS, , , # Omt Door, Type Spars Mons U-Value Width cghtn Area Ft in Ft 1 S Insulatad. FOYER None •:39 3 8 8 20 V 2 E Insulated HALL, None _39 2 6 8 20fe WINDOWS Orientation shown is the.entered Proposed aientatian. Wau Orsrhang # Omt 113. Frame Panes NFRC U-Factor SHGC .Area Depth Saparation' IntShade Screening 1 W 2 Vm yl Lov-E Double Yes 0.32 022 6,.Q W 1 110 in 1 it 4in Nine None 2 W 3 Vmyl Low-E Double Yes 0.32 0.19 15.0 if 1 ft0in 1 11:41n None None 3 W 4 Vnyl Low-E Double Yes 0.32 022 9.012 1 ft0in 1 ft4in None Nate 4 W, 5 Vinyl Low-E Double Yes 0.32 '022 15.0 IF 1 tt0ln 1 ft 4in None None 5 SE 7 VinV Lahr-E Dcubie Yes 0.32 022 15.0 fe 1 ft0in 1 ft 4in None - None 6 S 8 Ymyi Law-EDcatle Yes 0.32 0.22 20.01F. 1ft0in 11t41n• None None 7 S 9. Vinyl Lay-E Double Yes 0,28 021 5.0412 1 ft0in 1 ft41n None None 8 S. 9 Vmyi Low-E Double Yes 0.28 021 6.7IF 1 ft0in 11t 41n Nate None 9, S 8 Vmyt Low-E Double Yes 0.28 021 6.74F 1 ft0in 1 ft41n None None 7131201&3.3013M ErigMe auge6)USA-MaRes2014Section R405:4.1CompliantSoftware Pege5•017 Ft pm RA 9t11d _. WINDOWS -Odenm6on shown is the entered PMwed odentation. wan Overhang #- . Omt ID Flame .. Panes .. NFRC U-Facto -SHGC Area Donth SMamlion _ Int Shade Screening 10 S 10 Vmyl Lav-EDouble Yes 0.32- 0.19 20.0ft' 11tOtn 11t4in None None 11 SW 11 Vmyi Low-E Double Yes 0.32 0.18 15.01f. 1 it01n 1 ft:41n None None 12 N 12 Vinyl Low-E Double Yes 0.32 0.22 20.0 tta 1 ft 0 in 1 ft 4in Nana None 13 N 16. Viayi .Law-E Double Yes 0.32 022 20.0 ft' I tO in 1 ft 41n None None 14 E 17 Vmyl Law-,E Double Yes 0.32 022 20.0 W 1 ftO,in 1 ft 4in None None 15 N 48 Vinyl Lcw-E Double Yes 028 021 16.0 W 1 ft0 in 1 ft4in None None, 16 N 18 Vmyl Law-E Double Yes 0.69 022 72.0 W 1 ftO in. 1 ft 4in None None 17 E 18 Vinyl Low-E Double Yes 028 023 4.0 iN 1 ftO In 111:4in None None 18 S 21 Vmyl Low-EDcuble Yes 028 023 8.0>t2 1 AOin 114in Nate None 19 E- 26 Vmyl Low-E Double Yes 0.32 0.22 20.0 ft= 1 tt 0 in i ft 4in None None 20, NW 28 Vmyl Loaf-E Double , Yes 0.69 022 72.0 W 1 ft 0 in 1 ft4in None None GARAGE floorArea Ceiling Area E*ad Wall Perimeter Avg. Well Height EVmed Wall Insulation 1 750 fL° 750 IF 30 it 101t 11 INFILTRATION. # Sccpe Method SLA CFM50 ELA EgLA ACH ACH50 1 Mcletwuse Pmposed,ACH(50) .000455. 3350.4 183.93 345.92 .3545 7 HEATING SYSTEM Syatsm Type Subtype Efficiency Capacity 81odc Ducts 1 Electric Strip Heat None 'COP:1 27kBtuhv 1 sys#1 2 Bectric Sht, Heat None COPA 17kBtulhr 2 sysiR COOLING SYSTEM, # System T e Subtype Efficiency' Capacity Afr. E1ow SHR . 8iack Ducts 1' Central Unit split ;SEER: 16 36 kelu/ltr 1080 cfm 0.8 1 sys#1 2 Central Unit Split •SEER:.16 18 `kBturnr 54O cfm 0.8 2 syst;2 HOT WATER SYSTEM # Syatsm Type SubType Location EF Cep .,. Use Setpnt CmsavaliaT 1 Electric None Gorge 0.98 40 gal 60.9 gal' 120 deg None 7/312018 3:30•PM EnergyGaugeD USA - FlSRes2O14.Secticn R405.4.1 Campiiant Sattware- Page 8 of 7 FORM Rdm9niA SOLAR HOT WATER SYSTEM FSE-C CdlecOx Storage Cat # Company Name System Modd # Collector'Model # Area Vdume FEF Ncngr. None ft° DUCTS .. supply--- --'Relurn --. Air CFM25 CFL125 HVAC # V # Loodcn R Value Area Location Area Leakage Type Harder TOT OUT. QN RLF Heat Cool 1 Attic 6 150 V Attic 15 ft' Default Leakage Gerege (Default) c(Detault) c 1 1 2 Attic 8- 125 fP Attic 13 ft1 Default Leakage •Altic (Default) c(Default) c 2 2 TEMPERATURES Progr6,m9bieThermastat N Cuing Fens: JJanan VVI g Feb '•Feb Mar ArJu I Jun Jui X L 7 . flaring Ste. Oct Oct Na Doc Dec J (Magr qpr t n Jul�9 [ ]Au Sep Oct ? Nvr Doc T'hermostat:Sdtedule: HERS 20M Reference Hours; Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ccdng(WD) AM PM 78' 80 78.1 78 80 78 80• 78: 78 78, 78 78 80 80 80 80 .80 78 78. 78 78 78 78 78 CooGng (W EH) AM -PM 78 80, 78 80 78 78 80 78, 78 78 78 80 80 80 80 80 78 78 78' 78 78 78 78 78 Healing(WD) AM PM 65 68 .65 68 65 6$ 65 68 65 65 68 68 85 AS .68 68 68 68 68 68- 68 68 68 68 Healing(WEH) ,A 68 68 6g 665 88 65 65 68_ 68, 8t8 88 68 88 _:88 - 71312018 3:30. PM EnagyGougeO USA - faaRe92014 Sectirn R405.4.1 Compliant Satih*e Pagel of 7 FORMA465-2014 TABLE,402.4.1.1 AIR 0AR14FRAMMINSULATION INSPECTION COMPONENT.CRITERIA Project Name: BEDDOMEIRESIDENCE Builder Name Street DYER ROAD Permit(iffiew. ST.LUCIECOUN7Y City, statp;,Ap: FORT PIERCE, FL, Permit Number. Owner. BRADLEY AND NICOLE BEDDOME Jurisdolan: ,Design Lmatim: FL, Flirt Pierce COMPONENT CRITERIA CHECK Air barriier and ther Mal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier.' Breaks or joints in the air barrier,shall be sealed. Air -permeable insulation shall not be used as a material. Ceilindl op -sealing The airbarrier arder in any dropped ceiling/soffit shall be aligned with the insulation and - any gaps in the airlbeffier shall'be se;ded. Access openings, drop down siairs.or knee wall doors td,undondifidned attic spaces shall be sealed. Comers and,beaders shall.be insuWted and the junction of the foundation Wall% and sill plate shall: be sealed. Thejuneboh of the top, plate andAhe top or exterior- walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact'and continuo_ us; alignment with the air -baffler. Knee walls, shall be sealed. Windova, skylights and cloors; The space between window/door jambs and framing,and skylights and Pirnicists; Rim ioists are insulated and include, an air barrier. -oloors {including aboVe.-garage Insula,fion shall be install - ad to maintainI perman,entoontactwith underside and canfilevered floors), of subfloor dercking. IlWairbardershall beinstalled a'tany exposed edga4.insulation. Crawl, space walls, Where provided in lieu of floot insulation, insulation shall be permanently attached to the crawlspace walls. E.Vdsecl�eartfi in unvented cra4spaces,shall be covered with a Class I Shafts; penetrations Duct shafts, utility penetrations and flue shaft openings to exterior or uncond,ittioned space shall be sealed. Narrow cavities Oattb,in narrow cavities shell, be cut ;to;fit, ' or narrow cavities shall be filled by insulation that on insWia6wi:readily.do.,nforms,to'the�available-cavity aces . Garage separation Air, sealing shall be provided bdbNben the garage and conditioned I spaces. Recessed lighting Recessed light fixtures installedin the building thermal,envelope shall be —airlight IC rated, and sealed wthe-drywall.- Plumbing and Wring mbing, in Batt insulation shall be -cut nearly to -fit around wiring and plumbing, exterior walls, or insulation, that on installation madiiy'conli6nns, to available space shall: extend behind piping and wiring. Shower/tub on exterior or, wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating, them from the showers and tubs. 121.6citridallphlonebox on The eirbarder shall be installed behind electrical or, communication boxes or air sealed boxes rjidl be'installed. HVAQ: register boo* WAC register boots that penetrate building thermal envelope shall -be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on firepl2ce walls.- Fireplaces shall have gaskeW doors 71320181,320 PM EhergyGaugW:VSA - FlaRes2014 Section R400.4.1 Corroient Scl6we- Page 1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEXk`= 92 lbeIqwer the .,En!argyPerformanoa,lndox, the more effidenfthiiiftme. DYER ROAD, FORT PIERCE, FL, 1. Now ccristructioa or e)dsdlng 2;."Sipli1q,tardlyormultiple fardly. 3. Wribeirolunits-ifftitp[of4rifly 4, , Nwnberbf Bedrqqns 5. It this, a,worst case? S. Ccndidwed 1o:r,a=,(fV)- 7., Windom": Descrilidow p. U-Factory 0131, U=0.69, &G,b-, 8HGC=0.22 b. VrF;6tpr: SHGC: 1sHGC=0,2 1 2 c. U-Facim 'D6l,U__0.32 SHOO: sHdC=0.19 d; U-Fwtcr: oher (sea details) SHGC: clher(seedewls) AreaVVeoted Average Overtiang,13epth: Arei3kWdotad Aver 9 SHGQ ,New (Fran Plans) 9. well Types, Insuislicii Area ,"glo:lanq y a. Ccncreta:Bocic - E)tInsul. E)ddrj&, R=4.1 2617.'60 IF b- R"o - Wood. �Mt 11=11.0 300.00 fL4 ,Adjac NIA R­- 3 d. NIA R= No Id. CoMng.Types a. Root Dock (Unvented) tnaulaft R-7M.O Areq. 2810.00 1 12 2810 NIA. R-- fV Area c.N/A 144.00 f1m 11. Ducts 'a. 5110"Adej Rat Attic, AH: jpdmgp R fF 6 150 b7 SuO.- Attic, Rat ,At1b.AH:;Atdc 6 125 136.00 M 12. Cocling,systarns. kBtulhr Efficiency 60.001fe. a. Central Unit S&O SEERA6,00 b. Central1init 18.0 'SEER:16.00 a. Elm Types Insulaticri a: SlOb, -Grade Edip Insuldcn R--O;O 6. NA. •R-- c. NIX R-- 01.33iL2, kBtuhir -Efficiency 1.000 it a. Electric �so jp, . Heat27.0 COP1.00, b. El"cSirlpMeat 17.01 dop.1.00 0216 Area 14. R&watar-systarns 28WOO IV a,,Electrk CePAO odcris it, EF:029 b. Omseryallori features Ncne Nano I WbfY, with *jjt:r this borne has complied i" the En ' Florida' ' . .. e rgy fiEciency,Code for Building Construction ihro'u-o'h-,ihi.�'a�bv6,,pnergy saving features which, . Will,bejfistalled:(or exceeded), in -this fiq m e" beto re" finafirl, specOon. . Otherwise, anew EPL Display. la y, Card will be completed basedech in6t,allied,Code,pM'pjiant,features.. Buil,der.Signature: Address-nifNew Home: Date: City/FL;Zip: *Note'. Thisk, not a Building, Energy, Rating. If ycur Index,isbi3low td, your home may,qualifyfor energy efficlOnt .mOrtgage, (EEM) incentives if you'obtdin a Florida-Ensupportat ergyGaugwRating., Email-Endr�yGauge tech ,tdchsuopotoenergy 'uge.co' or he EnergyGaL;geweb 'si'telateriargydaugedorn for ini1brmation and alist ,of ,ga In certified 'Raters. F6r'inf6rmatione about the Florida, Building Code', Energy Con'serv,4fion,',cbntadt the, Florida I Building Commission's sup 'at st aff. taff. "Label �reqLdred:by,8ection- R303.1.3,of, the Florida Building Code, Energy. Conservation, if not: DEFAULT. 7/314018.-&30RM EhorgyGiougeO USA - FlaRes2014 - Sectloi R405AACcrnplimtLSOflJmro Pagel orl GENERAL NOTES 1. Construction shall follow 'Florida Building Code' (FBC) 2014, FBC 2014 Residential, FBC 2014 Plumbing Code, FBC 2014 Mechanical Code, FBC 2014 Energy Conservation, and the NEC (NFPA 70) 2011 Edition 2, The Contractor, Subcontractor, Supplier, etc, shall verify all dimensions, conditions at jobsite. m 3. All written dimensions on these drawings take precedence over d scaled demensions, 4. Structural features not detailed on these pages will be addressed by the Engineer as construction progresses, 5, Residence located in negligible weathering area, and in very heavy termite infestation area per FRC 301 STRUCTURAL NOTES 1. Design loads in accordance with ASCE 7-10 2. Soil bearing capacity ; 2500 PSF 3. All structural concrete shall have a minimum compressive strength of 3000 PSI at 28 days. 4. Slab/Footings to be concrete with minimum 2500 PSI compressive strength at 28 days, See plan for size and steel requirements, 5. Minimum concrete protection for reinforcing bars; Footings; 3' Beams' 1 1/2' Suspended Slabs 1' 6. Lap all reinforcing steel a minimum of 48 bar diameters. Grade 40 steel minimum in beams and columns, 7. All lumber in contact with concrete or masonry shall be pressure treated, 8. Splitting or cracking of structural components due to installation of hardware is not permitted, 9. Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice. 10, Bearing points of trusses shall have vertical studs in a number equal to the number of plies of the bearing member when the bearing member is 2 or more plies unless noted, 11. Unless otherwise noted for exterior walls, exterior plywood sheathing and interior drywall is to be nailed with 10d or better nails 6' o. c, edges and 8' o. c, field, or screwed with drywall screws 1,25 inches long and 0,131 inches diameter, 12. Wall and ceiling finishes (not including trim) shall have a flame spread index of not greater than 200 and a smoke developed index of not greater than 450,Per USG, k wallboard has a flame spread index of not greater than 25 and a smoke developed index of not greater than 450. 13. Insulation shall have a flame spread index of not greater than 25 and a smoke developed index of not greater than 450 (not applicable to facings when installed in concealed spaces with facing installed in substantial contact with the unexposed finish surface), Per ❑wnens corning, bait insulation has a flame spread index of 10 and a smoke developed index of 10. 14, Gypsum wall board shall conform to ASTM C22, C475, C514, C 1002, C 1047, C 1 177, C 1 178, C 1278, C 1396 OR C1658 and installed per FBC residential code. Per USG, wallboard conforms to C1396. 15. Ceramic t he shall be installed per ANSI A 108. 1, A 108, 4, A 108. 5, A 10& 6, A 108. 11, A 118, 1, A 118, 3, A 136. 1 and A137,1.Fiber mat reinforced cementitious backer shall be used behind wall applied ceramic tiles and conform to ASTM C1288,C1325,C1178 OR C1278, Per Durock, cement board exceeds ASTM C1325. 12 5� RIDGE VENT 5V CRIMP METAL ROOF � 16'x8' S❑FFIT VENT SPACED @ 6' -0' ❑, C. GARAGE ROOF VENTILATION CALCULATIONS VENTILATION REQUIRED: 677 X 144X1/150=650 SQ IN TOTAL SOFFIT VENTILATION: 704 SQ IN ENTRY PORCH ROOF VENTILATION CALCULATIONS VENTILATION REQUIRED: 245 X 144X1/150=235 SQ IN TOTAL SOFFIT VENTILATION: 512 SQ IN REAR PATIO ROOF VENTILATION CALCULATIONS VENTILATION REQUIRED: 526 X 144X1/150=505 SQ IN TOTAL SOFFIT VENTILATION: 576 SQ IN MUM CUPOLA II" M IL SI LL4 rr 1 rf �n LLj I," FRONT ELEVATION RIDGE VENT +"+�+++• +�++++�+-+++�+� 1 V ^U Jul I I I V LIV I SPACED @ 6' -0' ❑. C. i1 n" 5V CRIMP METAL ROOF W/ 12 Q 5 Q ZONE 1 - USE 10d RINGSHANK NAILS AT 6' ❑.C. (IN FIELD) 4' (EDGE) Q2 ZONE 2 - USE 10d RINGSHANK NAILS AT 6' ❑,C, (3 ZONE 3 - U5E 1Cd RINGSHANK NAILS AT 4' ❑. C. RODE NAILING PATTERN DIAGRAM 0'-0" F.F.E. i ,(,00'75 n ST I C W,I( 'v.* �L!/ I11 t„I�, l�ID I „I,) Ibl z SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 ( 7 7 2 ) 2 8 5 - 0 5 7 2 BRIAN J. MASKOI, EL PE # 66080 z c o a z o Q L a a W o Q � z Q F � z ° ro w Q = o z 0 5 w a DATE DESIGNED GMW 08-25-17 DRAWN GNIW 08-25-17 CHECKED JOB / NO. 2011-167 A=3 ,,,SUMMIT DESIGN & FORENSICS, INC. u �I WIND DESIGN PRESSURES END WIND TRIB. ZONES - PSF 1 2 3 4 5 ZONE SPEED AREA <10 S.F. -33.3 -58.1 -85.9 +36.5 +36.5 -39.6 -48.9 20 S.F. -32.5 -53.5 -80.3 + 34.8 + 34.8 4 FT. 160 -37.9 -45.5 50 S.F. -31.2 -47.3 -72.9 +32.6 -34.1 +32.6 -41.2 MPH 100 S.F. -30.3 -42.7 -67.4 +31.0 +31.0 -31.3 -37.9 500 S.F. +27.2 +27.2 XX 30.3 -30.3 ALLOWABLE PRESSURES ARE FOR WINDOWS AND DOORS, FRAMING, ROOFING AND OTHER BUILDING COMPONENTS AND CLADDING. ROOF ZONES: 1 THRU 3 WALL ZONES: 4 AND 5 3 2" NN RIGHT SIDE ELEVATION RIGHT SIDE ELEVATION WIND ZONE -WALLS 111 � 0 0000 A" 12 Q 5 0 O��ODi0�0 I lminimimin D 50 16'x8' SOFFIT VENT SPACED La 6' -0' 0, C. PRODUCT APPROVA Approval Product Model Number Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures NOA#: 15-0212.0 Roofing 5V CRIMP SUNLAST #10 SCREWS @ 16" O.C. IN FIELD & @ B" O.C. IN PERIMETER AND CORNERS See Plan -/4.75 FIELD -176 PERIMETER/CORNER N/A Soffit Covering Stucco PI Gem Soffit Covering built on -site: e" Hi -Rib self furred expanded metal lathe w/ See Plan +43.3/-58.0 Siding Group K-paper backing fastened to each truss w/ #8(MIN) x le Phillips pan/truss head screws (stainless steel or Galy. A307 steel) @ 5" O.C. max (2 screws ASTM C926. FL#: 5259.1 Underlayment POLYSTICK POLYGLASS DIRECT ADHESION TO PLYWOOD L See Plan +NA/-622.5 Opening ID Approval Number Product Model Number Manufacturer Glass Type Attachment Method Building Rated Design Pressures Product Rated Design Pressures A NOA#:16 0714.03 S.H. Windows SH 5500 PGT Windows and Doors Impact 1/4" x 1 1/4" min embedment Tapcon anchors. At jambs provide (4) anchors above MR and (4) anchors below MR See Win/Door Schedule +65/-70 and provide (3) anchors at head. 1 Q NOA#:16-0629.12 Fixed Windows PN5520 PGT Windows and Doors Impact 1/4" x 1 3/4" min embedment Tapcons @ 6"/5" O.C. See Win/Door Schedule +/-50 © FL#: 15225.3 Double or Swung Single Door w/ Fiberclassic Therma Tru Impact 1/4 x 1 1/4 min embedment @ 6 /14 O.C. See Win/Door Schedule +/- 47.0 Glazed Panels FL#:5891.4 Swing Doors Fiberclassic Therma Tru NA 1/4" x 1 1/4" min embedment @ 6"/17.2" O.C. See Win/Door +/- 67.0 Schedule EO FL#:16546.4 Garage Door 73W6 CLOPAY n/a 5/16" x 1 5/8" min. embed. lag screw each bracket See Win/Door Schedule +36 / -42.0 e71 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIAN J. MAS KOL FL PE # 66080 z z 0 H � a `x z z u w H 5 q a a w o Q H z ¢ r z o w H Q N z 0 m F4 DATE DESIGNED GMW 08-25-17 DRAWN GMW 08-25-17 CHECKED JOB NO. 2017-167 W u 3/8" continuous bead of C aulk (back bedding) behind buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck CBS Min. 1 3/8" embedment ° at windows d Q: d' ° G Vn : d ° ° a a' ° drywall stucco finish �� f perimeter caulk 1/4" max. struct. shim Attach 1x p.t. bucks with 8d coil nails at caulk 12"o. c. Typ. windo7w attach as per )amb or manufacturers door jamb product approvals NOTE: Method of attachment and waterproofing procedures are the same at poured concrete sill. Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction TVDiCGl Window & S.G.D. Jamb Detail at CBS Wall Includes Buck Attachment Method DESIGNED TO MEET THE REQUIREMENTS OF FBC 2014 SECTION R703.8 REQUIREMENTS Window frame 3/8" continuous bead of corrosive resistant caulk (back bedding) behind Topcon concrete shim to prevent liquid passage Brews installed as specified in window 1/4" struct. shim manufacturers product approval set flange in continuous bead of caulk across the window sill entire face of buck perimeter caulk stucco finish ' Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction precast conic. sill Typical Precast Conc. Sill Detail CONT. #5 ROD — VERTICES W/20'� BEND � TOP A R � �r COURSE OF BOND BEAM ICK W/(1) #5 REBAR CONT. '#5 ROD BENT 90 DEGREES ANS j / TIED TO STEEL IN BEAM BVLOCK AND FILLED CELL (25" OVERLAP MIN.) (1) COURSE OF BOND BEAM BLOCK W/(1) #5 REBAR CONT. 7-7 #5 pOWEL IN FILLED�CELL--' �.:.. ,#5 DOWEL 11 FILLED CELL BEAM STEP DETAIL NOT TO SCALE 2x4 TREATED BOTTOM PLATE PRE -MANUFACTURED ROOF TRUSSES 2'-0" O.C. -R-30 MIN. " DRYWALL CIELING (4 GALVANIZED TOP PLATE DRYWALL BOTH SIDES METAL STUDS DARD (TYP.) GAUGE METAL TRACK FASTEN TREATED BOTTOM J PLATE TO SLAB W/ 4'° THICK CONCRETE SLAB 0.145"Ox2-1/2" LNG. (2500 psi) WITH FIBER MESH P.A.F. @ 16 O.C. OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL TYP INTERIOR WALL SECTION }"=1' SCALE PRE-ENGINEERED WOOD TRUSSES SPACED 24" ON CENTER :. ICYNENE INSULATION (R-22) CLASSIC MAX NOTE, FOAM INSULATION SHALL BE ICYNENE (R-22) CLASSIC MAX. IGNITION BARRIER NOT REQUIRED 1/2" DRYWALL 0AM BLOCK TO HAVE 5 CONT. BAR FILLED 000 PSI CONCRETE CONC. LINTEL TYPICAL AT ALL OPEN SPANS 1/2' GYPBOARD ON 1' X 2' R T. FURRING STRIPS R 4,1 FI-FOIL INSULATION 8' X 8' X 16' CONC, BLK1 4' THICK FIBERMIX CONCRETE (2500 PSI MIN,) SLAB OVER 6 MIL, POLYETHYLENE VAPOR BARRIER OVER CLEAN, COMPACTED, POISONED FILL MIN. 95% DENSITY 16' WIDE X 18' DEEP MONOLITHIC FOOTING W/2-#5 BARS CONTINUOUS MIN 3' COVER @ BOTTOM BARS 1-PLY GIRDER TRUSS"GRE" SIMPSON MGT () SINGLE PLY TRUSS 12 METAL ROOF ON POLYSTICK TU PLUS (SEE ENGINEERING SPECS. FOR NAILING) SEE CONNECTOR SCHEDULE METAL DRIP ON ALUM. FASCIA OVER 2 X 6 SUB -FASCIA 12" OVERHANG WIRE SOFFITTW/&VENTSCO FINISH OVER BLOCK 0 #5 DOWEL AT EACH VERTICAL BAR MIN. 10 1/2' EMBEDMENT IN FOOTING MIN. 30' LAP FILL BLOCK VOIDS AROUND EACH DOWEL WITH 3000 PSI CONCRETE FINISH FLOOR FINISH GRADE 6' dLl 1 cli II T TYPICAL BLOCK WALL SECTION CL. = t11-U Y �2-PLY GIRDER TRUSS "GRB" ,,,--SIMPSON FGTR } 0 TITEN HD MIN. 3}" EMBEDMENT CENTERED AT GIRDER TRUSS BOTTOM PLATE P OVBLOC KIN ...• " ..:'r. :...':.:;' ' %lDEEEN TRUSS A' D �'{• :,' "'' ' EPPED BEAM IF o, GIRDER TRUSS "GRB" CONNECTION NOT TO SCALE TYR OF BC PER T Lintel Type Designation Cast Crete Lintel Schedul(I All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD ALLOWABLE UPLIFT LOAD BEAM SPECS L-1 17'-4" 950 405 8F161T/1B L-2 4'-6" 6113 2707 8F161T/1B L-3 W-O" 6113 3060 8F16 1T/1B L-4 5'-10" 4360 2080 81`161T/1B L-5 7'-6" 2661 1624 81`16 1T/1B L-6 T-6" 6113 3524 8F16 1T/1B L-7 5'-4" 5365 2276 81`161T/1B L-8 7'-0" 2661 1624 8F161T/1B L-9 9'-4" 1843 1136 8F161T/1B L-12 7-4" 2661 1624 8F161T/1B L-13 13'-4" 1075 607 8F161T/1B L-14 14'-0" 1002 560 8F161T/1B L-15 13'-4" 1075 607 81`161T/1B co 8" CMU o TOTAL_ COMPOSITE v DEPTH 8" PRECAST o °D LINTEL ACTUAL LINTEL PLACEMENT & ROUGH OPENING SIZES WILL BE DETERMINED BY CONTRACTOR AND BLOCK MASONS WIDTH FILLED SOLID METAL ROOF ON POLYSTICK TU PLUS ICYNENE O R S " CCjj��X Pyy1� D INSULATION (R-22) E OEERING E . F CLASSIC MAX PRE-ENGINEERED ROOF WIREIATH & TRUSS PAINTS D STUCCO CONNECTOR TO TRUSS PER CEILING PLANS METAL DRIP ON 2X4 DOUBLE TOP PLATE ALUM. FASCIA OVER 2 X 6 PAINTE TUC O FI ISH OVE SUB -FASCIA WIRE LATH O 0 TOP OF KNEE WALL ,Ih WATER RESISTIVE BARRIERS 2x4 STUDS @ 16" Q.G. SIMPSON SPH4 @ EACH TUD TOP AND BOTTOM W/ 5/8" PLYWOOD SHEATHING 10-10DXi}" NAILS TO STUD ' OF BEAM BEE ATTACHED TO FRAMING W/ _ " 8D NAILS @ 6"O.C. AT 2X4 PLATE EDGES AND 6" O.C. IN FIELD TOP OF ROOF (2) *10x3}" WOOD SCREWS FRAMING EL. = VARIES MIN. 6 FROM CORNERS & o 12" O.C.' METAL ROOF ON 30# ROOFING FELT PROVIDE DBE. 2X4 BLOCKING BETWEEN w OVER 5/8" COX PLYWOOD (SEE ENGINEERING SPECS. FOR NAILING) TRUSSES @ KNEE WALL BOTTOM PLATE - ROOF TRUSS PER ATTACH 2X4 BLKG TO SIDE OF TRUSS W{ 16D TRUSS MFG. NAILS @ 6" O.C. STAGGERED AND BETWEEN TRUSSES W/SIMPSON LUS24-2 HANGERS CUPOLA FRAMING SECTION V2"=1'-o" 31 TOP OF WALL UNLESS OTHERWISE NOTED IRV NOTE: TO SPAN OPENINGS IN PLACE OF BOND BEAM BLOCKS AS NOTED ON TYP WALL SECTION # OF REBAR IN BOTTOM SECTION # OF REBAR IN TOP SECTION -TAL MPOSITE Safe Load Table Notes I. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintels must be reduced by 20% if bearing length is less than 6 1/2". 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. One #7 rebar may be substituted for two #5 rebar in 8 inch U lintels only. 5. All safe loads in units of pounds per linier foot. 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field cut to the required length. 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2• Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S PRE-ENGINEERED ROOF TRUSS (2) 2x4 CRICKET SIMPSON SPH4 @ EACH STUD TOP AND BOTTOM W/10d x1-1/2" NAILS TO STUD 5/6"0 WEDGE ANCHOR W/1/8"x2" SQ. WASHER AT EACH STUD (4" EMBEDMENT) -WIRE LATH AND PAINTED STUCCO CEILING 5/8"PLYWOOD SHEATHING ATTACH W/8d NAILS @ 6" O.C. (TYP) • 2x4 @ 16" O.0 PAINTED STUCCO FINISH OVER WIRE LATH &TWO LAYERS OF WATER RESISTIVE BARRIERS FRONT PORCH KNEEWALL SECTION 1/2"=1' SCALE SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCID BLVD. SUITE' 203 PORT SAINT LUCIE IT. 34984 (772) 2 8 5 - 0 5 7 2 BRIAN J. MASKOL. EL PE #I 66080 z z 0 a z z o s w a q o z x z o w u w Q N z O 5 a DATE DESIGNED GMW 08-25-17 DRAWN GAM 08-25-17 CHECKED JO�$NO. 201 /7 -16/^7 A=5